Analysis of Hull Girder Ultimate Strength and Residual Strength Based on IACS CSR-H

<table class="fixed-width table-group" id="tab4"><tr><td><table class="table"><colgroup><col style="width:18.00em"/><col style="width:12.09em"/></colgroup><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Initial deformation</td><td class="align_center">Maximum allowable value( mm)</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Whole deformation of stiffened panel</td><td class="align_center"><i>l</i>/1000</td></tr><tr><td class="align_left">Local deformation of plating</td><td class="align_center"><i>s</i>/200</td></tr><tr><td class="align_left">Lateral deformation of stiffener web</td><td class="align_center"><i>l</i>/1000</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div>Note: <i>l</i> denotes the length of stiffened plating between frames, and <i>s</i> denotes the width of stiffened plating between stiffeners.<br/></div></td></tr></table>

<div>Amplitude of initial deformation.</div>

Mathematical Problems in Engineering

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Table 4

Table 4: Analysis of Hull Girder Ultimate Strength and Residual Strength Based on IACS CSR-H 